8e 9e 10e 11e 1 1.2 2 3 4 5 6 7 - Construction Company

VENTILATION LAYOUT FIRST FLOOR PLAN

47TH STREET DIESEL SHOP LOADING DOCK

DS-M101

1DS-M101

VENTILATION LAYOUT FIRST FLOOR PLANSCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

0 1' 2' 4' 8' 12'

A2 ADDENDUM 1

A2A2

02-02-2018

N

UP

DN

8e 9e 10e 11e

Be

Ae

1 1.2 2 3 4 5 6 7

A

B

C

D

E

E.9

E.9

GG

A.1A.1

DIESEL SHOP

101

DUCT UP TO MAU-16,600 CFM 22"X20" SA

26"X12"16"X12" 36"X12" 36"X12" 26"X12" 16"X12"

44"X

16"

(TYP. FOR 6)E1 30"X10" 1,100 CFM

W/ W.M.S. UP TO EF-13,650 CFM 34"X34" EA DUCT

W/ W.M.S. UP TO EF-23,650 CFM 34"X34" EA DUCT

TPANELCO MONITOR

TO MAU-1

CHECKED:

DRAWN:

DATE:

DESIGNED:SUB CONSULTANT

SEAL/ SIGNATURE

PRIMARY CONSULTANT PRIMARY CONSULTANT CAD FILE NUMBER:

PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:

CHICAGO, ILLINOIS 60661

547 W. JACKSON BOULEVARD

ENGINEERING DEPARTMENT

LOCATION NAME:

TITLE:

APP DATEREVDESCRIPTIONBYDATEREV

METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900

1 SOUTH WACKER DRIVE

HNTB CORPORATION

RID4.8_47DS_M101_100.dgnROCK ISLAND DISTRICT 47TH STREET YARD

RID

DELTA ENGINEERING GROUP,CONSULTING ENGINEERS, CONSTRUCTION MANAGERS, SURVEYORS

T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604

111 W JACKSON BLVD, SUITE 910

AS SHOWN

LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017

A1 10-13-2017 ISSUED FOR BID

VENTILATION LAYOUT ROOF PLAN


DS-M102

1 VENTILATION LAYOUT ROOF PLANSCALE: 1/4" = 1'-0"DS-M102

SCALE: 1/4" = 1'-0"

0 1' 2' 4' 8' 12'

NOTES:

REFER TO DETAIL 1 ON SHEET DS-M501.1.

A2 A2

A2 ADDENDUM 102-02-2018

N

8e 9e 10e 11e

Be

Ae

1 1.2 2 3 4 5 6 7

A

BC

D

E

E.9

G

A.1

W.P. W.P. W.P.

OAI (6,6

00 C

FM)

EF

1EF

2

MAU

1

DUCT DN22"X20" SA

3,650 CFM34"X34" EA DUCT DN

3,650 CFM34"X34" EA DUCT DN

SEE NOTE #1FLUE TO GUH-14"ø EXHAUST



CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


AS SHOWN

LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


NTS

DS-M502

DS-M5021

DS-M5022

DS-M5023

DS-M5024

DS-M5025

TYPICAL DUCT DETAILS

ROOF CURB DETAIL TYPICAL DETAIL FOR DUCT THRU ROOF

HVAC DETAILS


FLUE THRU ROOF DETAIL

1.

NOTE:

CURB DIRECTLY ON ROOF STRUCTURE.ABOVE ROOF SLAB, DECK ETC., SUPPORT FOR CONSTRUCTION WITH INSULATION

RAIN CAP

APPLY SEALANT HERE

SEE ARCHITECTURAL PLANFOR ROOF CONSTRUCTION

DOUBLE WALL FLUE

1" CLEARANCE (MIN.)

AND EXPANDS UPWARDFLUE SUPPORTED BELOW

RADIUSETC. WITHIN 10'-0" ROOF, PARAPET, WALL, 2'-0" MIN. ABOVE ANY 3'-0" MIN. ABOVE ROOF,

TALL CONE FLASHING

STORM COLLAR

SUPPORT COLLAR

REQUIREMENTSSTRUCTURAL AND LOCATION PER REQUIRED. QUANTITY GUY WIRES WHEN

SEE DETAILSCURB W/BUILT-IN CANTPREFABRICATED ROOF 14"(MIN.)

BRAZE OR WELD ALL AROUND

NOTES:

NO SQUARE OR RECTANGULAR HEEL ELBOWS SHALL BE ALLOWED.

FASTENED AS RECOMMENDED BY SMACNA.ALL SHORT RADIUS ELBOWS SHALL HAVE VANES. VANES SHALL BE CONSTRUCTED, SUPPORTED, &

PROVIDE STANDARD RADIUS ELBOWS (1.5 X D) WHEN POSSIBLE - SHORT RADIUS WHERE REQUIRED.

3.

2.

1.

NOTES:

SQUARE HEELS PERMITTED.INSIDE BEND MAY BE SQUARE FOR W > 12", NO

VANE(S) SHALL BE PROVIDED, SEE SCHEDULE BELOW.IF R IS LESS THAN W, THEN FULL ARC TURNING

2

1.

BRANCH TAKE-OFF

RECTANGULAR DUCT SUPPLY

RECTANGULAR SUPPLY TEE

BRANCH TAKE-OFF


SPLITTER

SPLITTER

VD

30° MAX.

W

RGREATER THAN W.

R SHALL EQUAL OR BE

VDW

L

AT CORNERS

CLOSE OPENING

L = 1/4W, 4"

15° MAX.VD

VD

VD

15° MAX.

SPLITTER

WR

RECTANGULAR SUPPLY TEE

BRANCH TAKE-OFF


BRANCH TAKE-OFF


RECTANGULAR TO ROUND

ROUND TO RECTANGULAR

TRANSITION PIECE STANDARD RADIUS ELBOW

SHORT RADIUS ELBOW WITH ONE VANE(S)

BELL MOUTH BRANCH

VANE SCHEDULE

WIDTHNO. OF

VANES

1

2

3

4

5

6> 84"

60"-84"

36"-60"

24"-36"

12"-24"

* 12"

3" MIN.

FRAMING (TYP.)

STRUCTURAL

DUCT LINING

(TYP.)

SHT. BY MECH.

CONTR.

METAL FLASHING

20 GAGE SHEET

MASTIC

STANDING SEAM

3" MIN.

AIR DUCT

FLOOR PLAN

FOR SIZES, SEE

MASTIC SEALANT

LAG SCREWS

CURBED ROOF OPENING

SEE PLANS FOR SIZES

BY GEN. CONTRACTOR

1/2" CLEAR ALL

AROUND (MIN.)

SCALE: NTS SCALE: NTS

SCALE: NTS SCALE: NTS SCALE: NTS

A2 ADDENDUM 1

A2

14"

MIN

TO CURBEQUIPMENT ATTACHED

THROUGH CURBLINE OF DUCT PASSING

SIDESSOLDER ALL FOUR

RAIN HOOD

CONT. ANGLE ALL SIDES

INSULATION1-1/2" RIGID FIBERGLASS CURB W/ WD. BLOCKING, PRE-FABRICATED ROOF

A2

A2

NOT USED

DRAWINGS FOR DETAILSARCHITECTURAL ROOF, SEE

DETAILSDRAWINGS FOR ARCHITECTURAL ROOF, SEE

DRAWINGS FOR DETAILSARCHITECTURAL COUNTER FLASHING

02-02-2018

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


DS-P001PLUMBING SYMBOLS, ABBREVIATIONS AND NOTES


N.T.S.

A2 ADDENDUM 1

A2

02-02-2018

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION

RID4.8_47DS_P001_100.dgnROCK ISLAND DISTRICT 47TH STREET YARD

RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


HW

HWR

Hz

INV

KEC

KIT

LAV

LTG

MAX

MECH

MFR

MIN

MO

MT

MTD

N

NPW

NO

OC

OD

OFL

OW

PC

PD

PG

PLBG

POC

PRES

PRV

PW

RD

REQD

RF

RM

RO

RPB

RWL

SA

SAN

SCH

SD

SH

SHT

SI

SPEC

SS

SCW

TOP

TP

TTC

TW

TYP

UNO

UR

V

V

VAC

VB

VCP

W

WC

WH

WCO

WO

WWF

YD

HOT WATER

HOT WATER RETURN

HERTZ

INVERT

KITCHEN EQUIPMENT CONSULTANT

KITCHEN

LAVATORY

LIGHTING

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MOTOR OIL

MOUNT

MOUNTED

NITROGEN

NON-POTABLE WATER

NITROUS OXIDE

ON CENTER

OVERFLOW DRAIN

OVER FLOW LEADER

PLUMBING CONTRACTOR

PUMP DISCHARGE

PRESSURE GAGE

PLUMBING

POINT OF CONNECTION

PRESSURE

PRESSURE RELIEF VALVE

POTABLE WATER

ROOF DRAIN

REQUIRED

ROOF

ROOM

REVERSE OSMOSIS

REDUCED PRESSURE BACKFLOW

RAINWATER LEADER

SHOCK ABSORBER

SANITARY

SCHEDULES

STORM

SHOWER

SHEET

SURFACE INLET

SPECIFICATION

SERVICE SINK

SOFT COLD WATER

TOP OF PIPE

TRAP PRIMER

TANK TEMPERATURE CONTROL

TEMPERED WATER

TYPICAL

UNLESS NOTED OTHERWISE

URINAL

VENT

VACUUM PIPING

VACUUM

VACUUM BREAKER

VITRIFIED CLAY PIPE

WATER CLOSET

WATER HEATER

WALL CLEANOUT

WASTE OIL

WINDSHIELD WASHING FLUID

YARD DRAIN

A

AB

AFF

AFG

AP

APPROX

ARCH

ACID

BV

BFB

BEL

BFF

BFG

BFP

BLDG

BOP

BRZ

CAP

CB

CHEM

CI

CIRC

CLG

CO

COMPR

CONC

CD

CONN

CONT

CONTR

COORD

CU

CW

D

DF

DIA

DISC

DN

DTL

DWGS

EA

EC

EREDF

EL

E

FCO

FD

FS

FIXT

FLR

FRACT

FURN

FUT

FV

G

GAL

GD

GPF

GEN

GPH

GPM

GV

GW

HB

HP

HT

COMPRESSED AIR PIPING

ABOVE AD AREA DRAIN

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

ACCESS PANEL

APPROXIMATE

ARCHITECTURE

RESISTANT ENAMEL

BALL VALVE

ALL FLOAT VALVE AT DD-2

BELOW

BELOW FINISHED FLOOR

BELOW FINISHED GRADE

BACKFLOW PREVENTER

BUILDING

BOTTOM OF PIPE

BRONZE

CAPACITY

CATCH BASIN

CHEMICAL

CAST IRON

CIRCULATING

CEILING

CLEANOUT

COMPRESSOR

CONCRETE

CONDENSATE DRAIN

CONNECTION

CONTINUATION

CONTRACTOR

COORDINATE

COPPER

COLD WATER

DRAIN

DRINKING FOUNTAIN

DIAMETER

DISCONNECT

DOWN

DETAIL

DRAWINGS

EACH

ELECTRICAL CONTRACTOR

ELECTRIC DRINKING FOUNTAIN

EXISTING

FLOOR CLEANOUT

FLOOR DRAIN

FLOOR SINK

FIXTURE

FLOOR

FRACTIONAL

FURNISH

FUTURE

FLUSH VALVE

GAS

GALLON

GARAGE DRAIN

GALLON PER FLUSH

GENERAL

GALLONS PER HOUR

GALLONS PER MINUTE

GATE VALVE

GARAGE WASTE

HOSE BIBB

HORSE POWER

HEIGHT

ST STORM

VTR VENT THRU ROOF

DSN DOWN SPOUT NOZZLE

NFSC NON-FREEZE SILL COCK

OIL WASTE

DESCRIPTION

FLOOR SINK

FLOOR CLEANOUT

SURFACE CLEANOUT

WALL CLEANOUT

SHOCK ABSORBER

BALL VALVE

GATE VALVE

GAS SOLENOID

CHECK VALVE

FLANGE

DIELECTRIC PLUG VALVE

LUBRICATED PLUG VALVE

GAS COCK

BUTTERFLY VALVE

PRESSURE GAUGE

INTEGRATED TEMP. SENSOR

FLOOR DRAIN/ DRAIN

BALL VALVE IN PIPE RISE

STRAINER

TEMPERATURE GAUGE

RAIN WATER LADDER

OVERFLOW LADDER

PLUMBING CONTRACTOR

MECHANICAL CONTRACTOR

GENERAL CONTRACTOR


FS

FCO

SCO

WCO

SA

BV

GV

CV

LPV

GC

BFV

PC

ITS

FD/ D

BV

STR

TG

RWL

GFL

PC

MC

GC

EC

MANUAL ISOLATION VALVE

ABBREVIATIONSYMBOL

PLUMBING SYMBOLSPLUMBING ABBREVIATIONS

DCV DOUBLE CHECK VALVE

ELEVATION

WASTE/WITH

DSB DOWN SPOUT BOOT

HUB DRAINHD

CO CLEANOUT

1.

PLUMBING CONSTRUCTION NOTES

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

15.

16.

17.

18.

21.

20.

ALL DOMESTIC WATER PIPING SHALL SHALL BE CLEANED AND DISINFECTED IN ACCORDANCE WITH CBC REQUIREMENTS.

AT COLD PIPE HANGER LOCATIONS.

SILICATE INSULATION AND STAINLESS STEEL. CONTACT PLATE SHALL BE INSTALLED

B. PIPE HANGERS ON COLD PIPING TO BE ON OUTSIDE OF INSULATION, CALCIUM

A. PIPE HANGERS ON HOT PIPING TO BE ON INSIDE OF INSULATION. 12" LG.

HANGERS:

AT HIS OWN EXPENSE.

ALL PERMITS, FEES, LICENSES, APPROVALS AND OTHER REQUIREMENTS FOR WORK SHALL BE OBTAINED BY THE CONTRACTOR

NECESSARY MODIFICATIONS TO HIS WORK AT NO ADDITIONAL COST,INCLUDING ALL OFFSETS.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF ALL OTHER TRADES AND MAKING ANY

ALL WORK SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.

WASTE PIPING SHALL HAVE CLEANOUTS INSTALLED AT INTERVALS PER CHICAGO BUILDING CODE.

PROVIDE PLASTIC VALVE TAGS AT ALL VALVES AND VALVE CHART PER SPECIFICATIONS. ALL VALVES SHALL BE LABELED.

PROVIDE CLEANOUT PLUGS ON ALL CONDENSATE PIPING, AT CHANGES IN DIRECTION OF PIPING.

ANY PENETRATIONS ARE MADE.

STRUCTURAL ITEMS PENETRATED WITH PIPING, MUST BE FIRST VERIFIED BY THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE

ROUTING OF PIPING WITH THE MECHANICAL CONTRACTOR.

GENERALLY, PIPING INSTALLED ABOVE THE CEILING SHALL BE RUN AS CLOSE TO THE STRUCTURE AS POSSIBLE. COORDINATE ALL

PIPING IN EXPOSED AREAS SHALL BE SUPPORTED AS HIGH AS POSSIBLE TO THE UNDERSIDE OF THE ROOF OR CEILING STRUCTURE.

REFLECTED CEILING DRAWINGS, SECTIONS AND SCHEDULES FOR ALL REQUIRED CEILING LOCATIONS.

PROVIDE ALL REQUIRED RISERS/ DROPS TO INSTALL WATER PIPING PER BUILDING CONSTRUCTION. REFER TO THE ARCHITECTURAL

CONTRACTOR AND PROVIDE REQUIRED PIPE OFFSETS.

WINDOWS OR VENT SHAFTS. COORDINATE LOCATIONS OF VENT THRU TERMINATION’S PRIOR TO INSTALLATION WITH THE MECHANICALALL VENTS THRU ROOF TERMINATION’S SHALL BE 10’-0” HORIZONTALLY AND 3’-0” HIGHER REMOVED FROM ALL AIR INTAKES, OPERABLE

EXACT LOCATIONS OF PLUMBING FIXTURES SHALL BE DETERMINED FROM THE ARCHITECTURAL DRAWINGS.

VENT PIPING BELOW THE FLOOR SHALL BE SLOPED AT ¼” PER FOOT.

ALL FIXTURES SHALL BE INSTALLED AS DIMENSIONED ON THE ARCHITECTURAL DRAWINGS AND INSTALLED PER ADA, WHERE INDICATED.

SURFACES AND ADJUST HEIGHT OF FLOOR CLEANOUTS SO THEY ARE FLUSH WITH FINISHED FLOOR.

PLUMBING CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS AND DETERMINE SURROUNDING FLOOR

CLEANOUTS SHALL BE PROVIDED AT THE BASE OF STORM AND SANITARY WASTE STACKS AND AT LOCATIONS AS SHOWN.

DO NOT LOCATE ANY FLOOR CLEANOUTS UNDER EQUIPMENT OR MILLWORK.

SLOPE ALL SEWER PIPING 4” AND LARGER 1/8” PER FOOT MINIMUM AND PIPING 3” AND SMALLER A MINIMUM OF ¼” PER FOOT.

TOP OF THE FINISH FLOOR SURFACES.

PLUMBING CONTRACTOR SHALL INSTALL ALL FLOOR DRAINS SO THAT THE TOP OF THE GRATE IS FLUSH WITH THE

PLUMBING WORK SHALL COMPLY WITH CHICAGO BUILDING CODE AND ILLINOIS PLUMBING CODE.

19.

14.

DS-P102

1DS-P102 SCALE: 1/4" = 1'-0"

PLUMBING ROOF PLAN


PLUMBING ROOF PLAN

SCALE: 1/4" = 1'-0"

0 1' 2' 4' 8' 12'

A2 ADDENDUM 1

A2

02-02-2018

N

8e 9e 10e 11e

Be

Ae

1 1.2 2 3 4 5 6 7

A

BC

D

E

E.9

G

A.1

W.P. W.P. W.P.

42' - 8"

42' - 8"

43' - 0"43' - 0"

4" OD-1

4" RD-1 (3,175 SQ FT)

4" OD-1

4" RD-1 (3,175 SQ FT)

4" VTR

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION

RID4.8_47DS_P102_100.dgnROCK ISLAND DISTRICT 47TH STREET YARD

RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


AS SHOWN

LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


LIGHTING FIRST FLOOR PLAN


LIGHTING FIRST FLOOR PLANSCALE: 1/4" = 1'-0"

1DS-E101

DS-E101

NOTES

SCALE: 1/4" = 1'-0"

0 1' 2' 4' 8' 12'

A2 ADDENDUM 1

A2

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

A2

IN A CLEAR SPACE, WHERE APPLICABLE.

FIXTURES BELOW DUCT WORK AND PIPING

CONTRACTOR SHALL INSTALL LIGHTING

AS SHOWN ON ARCHITECTURAL DRAWINGS.

BEWEEN TOP CHORD OF ADJACENT JOIST

SLOTTED CHANNEL STRUTS SPANNING

FIXTURES SHALL BE SUPPORTED FROM

THREADED RODS FOR FIXTURE MOUNTING.

MOUNT. USE 3/4" STAINLESS STEEL

FIXTURES BETWEEN THE JOIST PENDANT

HIGHBAY AREA WITH THE JOIST. INSTALL

COORDINATE LIGHTING FIXTURE IN THE

THHN COPPER.

ALL WIRING SHALL BE MINIMUM OF #12 AWG,

MINIMUM SIZE 3/4"C.

ABOVE GROUND CONDUIT SHALL BE EMT,

FOR FIXTURE SCHEDULE, SEE DWG. DS-E601.

FOR PANEL SCHEDULE, SEE DWG. DS-E602.

OUTSIDE.

INTERIOR OF WALLS. DO NOT RUN CONDUIT

SHOULD BE FROM THE JUNCTION BOX

EXTERIOR WALL PACK FIXTURES WIRING

SEE DWG. DS-E001.

FOR SYMBOL, LEGEND AND ABBREVIATION,

CONNECTED TO PANEL RP-1.

EXIT SIGNS AND BATTERY PACKS ARE

LIGHTING FIXTURES TYPE "F" AND "K",

CONNECTED TO PANEL PP-1.

LIGHTING FIXTURES TYPE "A" ARE

02-02-2018

N

8e 9e 10e 11e

Be

Ae

1 1.2 2 3 4 5 6 7

A

B

C

D

E

E.9

G

A.1

F

K

F

F

11

11

17

F

11

G

20H

18H

18

G

20

H

18

3W

S

3W

S

F 11K 17

A

H18

F 11F 11

A A A A

A

AAAA

21

A

19

A

23 23 19 19

23

212119232119

21 23 19 21

AAAAA

23

A

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION

RID4.8_47DS_E101_100.dgnROCK ISLAND DISTRICT 47TH STREET YARD

RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


AS SHOWN

LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


MECHANICAL EQUIPMENT POWER FIRST FLOOR PLAN


DS-E102

MECHANICAL EQUIPMENT POWER FIRST FLOOR PLANSCALE: 1/4" = 1'-0"

1DS-E102

NOTES

SCALE: 1/4" = 1'-0"

0 1' 2' 4' 8' 12'

A2 ADDENDUM 1

A2

FOR SIGLE LINE DIAGRAM, SEE DS-E701.

DUCT.

MINIMUM DEPTH OF 30" TO CENTER OF

CONCRETE ENCASED DUCT BANK WITH

RECOMMENDED.

CONDUITS. USE OF HANDTOOLS

PRECAUTIONS TO RUN UNDERGROUND

UTILITIES, CONTRACTOR SHALL ALL

TO AVOID CONFLICT WITH EXISTING

DETAIL AND ENLARGE PLAN.

FOR REFERENCE, SEE MDG DWG. DS-Q500

AS SHOWN AND TERMINATE CABLE.

OF THE SAME SIZE TO A RELOCATED PLACE

SUITABLE LOCATION. INSTALL NEW CONDUIT

DISCONNECT EXISTING CONDUIT TO A

CABLE OF SAME SIZE AND CHARACTOR.

REMOVE EXISTING CABLE. INSTALL NEW

LOCATION AS SHOWN. DISCONNECT AND

GENERATOR CONNECTION BOX TO A NEW

SWITCH AND DIESEL LOCOMOTIVE

AND RELOCATE EXISTING DISCONNECT

ELECTRICAL CONTRACTOR TO DISCONNECT

TO OWNER.

OF BRIDGE CRANE AT NO ADDITIONAL COST

CONDUIT & WIRING FOR FULL OPERATION

INATE WITH SUPPLIER FOR CONTROL

NEAR TO CRANE CONTROL PANEL. COORD-

FOR BRIDGE CRANE, LOCATE DISCONNECT

OTHERWISE.

RGS, MINIMUM SIZE 1"C, UNLESS NOTED

ALL UNDERGROUND CONDUIT SHALL BE

RGS, MINIMUM SIZE 3/4"C.

ALL EXPOSED INDOOR CONDUIT SHALL BE

FOR LEGEND & SYMBOLS, SEE DWG. DS-E001.

MECHANICAL EQUIPMENT SCHEDULE.

REFER TO MECHANICAL DWG. DS-M601 FOR

LOCATION.

DS-M102 FOR MECHANICAL EQUIPMENT

REFER TO MECHANICAL DWG. DS-M101 &

FOR PANEL SCHEDULES, SEE DWG. DS-E602.

SUPPLIED FROM PANEL RP-1.

ALL GENERAL PURPOSE RECEPTACLES ARE

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

A2

A2

02-02-2018

N

UP

DN

8e 9e 10e 11e

Be

Ae

1 1.2 2 3 4 5 6 7

A

B

C

D

E

E.9

E.9

GG

A.1A.1

DIESEL SHOP

101

JJQ

1860

2832

1860

2832

(OH)

7710

(OH)

7710

5560

(OH)

7710

(OH)

7710

(OH)

7710

2

DS-Q500

(OH)

9516

(OH)

5018

(OH)

9516 (OH)

9516

CKT# 1CKT# 1

CKT# 1CKT# 1CKT# 1

J

J

CKT# 1

GUH

2

CKT# 7TO PANEL RP-1

3/4"C2#12+1#12 GRD.

CKT# 7TO PANEL RP-1

3/4"C2#12+1#12 GRD.

SEE NOTE 9DICONNECT SWITCHRELOCATED

BRIDGE CRANE20 TON

1#12 GRD, 3/4"C2#12+

KEY SWITCH

MOTOR

DOOR CONTROL PANEL

FUSED DISCONNECT SWITCH

INDUSTRIAL TYPEPUSHBUTTONOPEN-STOP-CLOSE

CP

CKT# 2, 4, 6TO DP-1

GUH

1

EF1 EF2

DP-1

PP-1

RP-1

CP

M

GUH

3

J

CKT# 7TO PANEL RP-1 3/4"C

2#12+1#12 GRD.

DISC. SW.20A, 208V

SEE NOTE 9.SWITCH,AND DISCONNECTCONNECTIONGENERATORLOCOMOTIVEEXISTING DIESEL

1#10 GRD, 3/4"C4#8+

CONTROL PANELBRIDGE CRANE

CKT# 16, 18TO RP-1

SEE NOTE 9GENERATOR BOXDIESEL LOCOMOTIVE RELOCATED

CPM

16, 18CKT# 14, TO PP-1

1#12 GRD, 3/4"C3#12+

DISC. SW.30A, 480V


KEY SWITCH

DOOR CONTROL PANEL

FUSED DISCONNECT SWITCHMOTOR

CONTROLLIGHTINGINTERIOR

CONTROLLIGHTINGEXTERIOR

GFCI

CKT #9PANEL RP-1

(FOR ITEM #5560)DISC. SW.FUSIBLE60A, 3P480V,

DOOREXISTING

DOOREXISTING

NOTE 121#6 AWG GRD.3"C, 3/0 AWG +

SEE DWG. AR-E100.480V POWER SUPPLYIN PARKING LOTTO NEW WOODEN POLE

8' TALL COILING DOOR

MCP

1#12 GRD, 3/4"C2#12+

CKT# 2, 4TO RP-1

KEY SWITCH

DOOR CONTROL PANEL

MOTOR

FUSED DISCONNECT SWITCH


8' TALL OVERHEAD DOOR

DOOROVERHEADCOILING

T-1

CKT# 5, 7, 9TO DP-1

3/4"C2#12+1#12 GRD.

CKT# 1, 3, 5TO DP-11 1/2"C

4#6+1#10 GRD.

1 1/2"C4#6+1#10 GRDTO XFMR T-1

CKT# 2, 4, 6TO PP-1

CKT# 7, 9, 11TO PP-1

3/4"C3#12+1#12 GRD.

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


AS SHOWN

LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


SCALE: 1/4" = 1'-0"1

DS-E104

DS-E104

SCALE: 1/4" = 1'-0"

0 1' 2' 4' 8' 12'

SECURITY SYSTEM - FIRST FLOOR



D

JB

KP

TYPICAL SECURITY DOOR DETAIL

HINGE

RACEWAYINTEGRAL

STRIKEELECTRIC

ABOVE DOOR

3/4"C

2SCALE: N.T.S.DS-E104

NOTES:

FACILITY, ROOM 204 TO OPEN THE DOOR.

KEYPAD TO RECIEIVE SIGNALS FROM TRAINING

CONDITION.

TO TRAINING FACILITY, ROOM 204 TO SUIT FIELD

CONTRACTOR TO TRANSMIT DOOR CONTACT SIGNAL

TRAINING FACILITY SECURITY SYSTEM.

DIESEL SHOP SECURITY SYSTEM IS PART OF

3.

2.

1.

A2 ADDENDUM 1

A2

A2

02-02-2018

N

8e 9e 10e 11e

Be

Ae

1 1.2 2 3 4 5 6 7

A

B

C

D

E

E.9

G

A.1

KP

D

D

D

KP

D

D

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

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LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


AS SHOWN

LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


NTS

DS-E602PANEL SCHEDULES

47TH STREET DIESAL SHOPA2 ADDENDUM 1

A2

A2

A2 A2

A2

A2A2

A2 A2

A2

02-02-2018

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


20A

60N

Y

36 CKT

3 PH, 4W

208Y/120V,

60A

RP-1

24 CKT

3 PH, 4W

480Y/277V,

60A

PP-1

60N

60A

50N

50A

20 TON

BRIDGE CRANE

N G GROUND SYSTEM

TO EXISTING

#4/0 AWG

TAG

FEEDER

AMPS

OC DEVICE

CONDUCTORS

PHASE GROUND

SIZE

CONDUIT

3-PHASE, 3-WIRE W/EQUIPMENT GROUND


50N 4 # 8 1 # 10

60N 1 # 10

1#6

30

2"

50 1"

60 4 # 6 1 1/2"

NTS

SPACE

20N 4 # 12 1 # 1220 3/4"

SINGLE LINE DIAGRAM


DS-E701

20A

S P D

200

NOTES

125A

480-208Y/120V

15KVA

T-1

TRANSFORMER

SWITCH

DISCONNECT

60A, 480V, 3P

200

NEW DISTRIBUTION PANEL DP-1 225A, 480V, 3 PHASE, 4 WIRE 22K AIC

BOX, SEE DWG. AR-E100.

PARKING LOT TERMINAL

TO NEW WOODEN POLE IN

200 3 # 3/0

1#1030 30 3 # 10 3/4"

4.

3.

2.

1.

A2

A2

A2 01-29-2018 ADDENDUM 1

SETTINGS PER SPEC. 262413.

CIRCUIT, ARC FAULT STUDY AND RELAY

CONTRACTOR SHALL PERFORM SHORT

AR-E100 FOR POLE LOCATION.

DIESEL SHOP, SEE DWG. DS-E102 AND

FOR 480V INCOMING POWER LINE TO THE

OVERHEAD LINE.

FIELD CONDITION AND COORDINATE WITH

FOR INCOMING CABLE CONDUIT RUN, REVIEW

262413.

DESCRIBED IN SWITCHYARD SPECIFICATION

BREAKER. TRIP UNIT SHALL BE PROVIDED AS

INTERCHANGEABLE TRIP UNIT FOR THE MAIN

SUPPLIER SHALL PROVIDE MICROPROCESOR

1#440 40 2 # 4 2"

40A/2P

CONTROLLER

LIGHTING

LOT

PARKING

NORTH

40

A2

A2

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/7/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


A2

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

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DISTRICT:SCALE:




LOCATION NAME:

TITLE:

APP APP DESCRIPTIONBYDATEREVDESCRIPTIONBYDATEREV

METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8


PRIN

TE

D O

N: 2/2/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION

RID4.8_49CS_C001_80.dgnROCK ISLAND DISTRICT 47TH STREET YARD

RID

N/A

D. JURKOWSKI

AUGUST 18, 2017

A2 02-02-2018 ADDENDUM 1

CS-C001

NTS

GM

MK

MK

DRAINAGE GENERAL NOTES

GENERAL NOTES

49TH STREET COACH SHOP

GENERAL NOTES

PLACED 6" BELOW THE SUBGRADE OR UNDERCUT.

STANDARD SPECIFICATIONS AND STANDARD 601001-05. TOP OF PIPE UNDERDRAINS SHALL BE

PIPE UNDERDRAINS TYPE 2 SHALL BE INSTALLED ACCORDING TO SECTION 601 OF THE IDOT 6.

TO STARTING UPSTREAM STORM SEWER CONNECTION AND CONSTRUCTION.

THE CONTRACTOR SHALL VERIFY EXISTING OUTLET STRUCTURE LOCATION AND INVERTS PRIOR 5.

SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK.

OF ANY CLEANING REQUIRED TO COMPLY WITH THIS REQUIREMENT WILL NOT BE PAID FOR

AND SHALL BE FREE FROM SUCH ACCUMULATIONS AT THE TIME OF FINAL INSPECTION. THE COST

SHALL BE CLEANED OF ANY ACCUMULATION OF SILT, DEBRIS, OR FOREIGN MATTER OF ANY KIND

STRUCTURES NEWLY CONSTRUCTED, ADJUSTED OR RECONSTRUCTED UNDER THE CONTRACT

ALL STORM SEWERS, PIPE CULVERTS, CATCH BASINS, MANHOLES, INLETS AND SIMILAR 4.

THE COST OF EARTH EXCAVATION.

FOR THE INTERIM DRAINAGE WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN

GRADING AND ANY BULKHEADING AS DIRECTED BY THE ENGINEER, NECESSARY TO PROVIDE

PREVENT LOCAL FLOODING AND ENSURE PROPER SURFACE RUNOFF. ANY MINOR DITCH

THE APPROVAL OF THE ENGINEER IN THE FIELD, SO AS TO UTILIZE THE FACILITIES PROVIDED TO

CONTRACT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLAN HIS OPERATIONS, WITH

SHALL BE FREE FROM DIRT AND DEBRIS. THIS WORK SHALL BE CONSIDERED AS INCLUDED IN THE

CONCLUSION OF THE CONSTRUCTION OPERATIONS ALL DRAINAGE STRUCTURES SO AFFECTED

OBSTRUCTED, IT SHALL BE REMOVED AT THE CLOSE OF EACH WORKING DAY. AT THE

DITCHES, GUTTER, OR DRAINAGE STRUCTURES SO THAT THE NATURAL FLOW OF WATER IS

FACILITATE SURFACE RUNOFF. WHEN ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF

SUFFICIENT DRAINAGE FACILITIES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO 3.

CASTINGS TO FINAL GRADES IS INCLUDED IN THE COST OF THE RELATED DRAINAGE STRUCTURE.

ACTUAL FINAL GRADES ARE SUBJECT TO NOMINAL VARIATIONS. ADJUSTMENT OF PROPOSED

PROPOSED RIM AND INVERT ELEVATIONS ARE BASED ON EXISTING THEORETICAL GRADES. 2.

LOCATION.

SEE DRAINAGE DETAIL SHEETS FOR DRAINAGE STRUCTURE OFFSET AND RIM ELEVATION 1.

NECESSARY.

COORDINATE THEIR CONSTRUCTION OPERATIONS AND SCHEDULE WITH METRA AS

WILL BE SUPPLIED AND INSTALLED BY METRA FORCES. THE CONTRACTOR SHALL

ALL TRACK AND BALLAST NECESSARY FOR PROPOSED BALLASTED TRACK CONSTRUCTION 18.

32 12 00.

UNSUITABLE MATERIALS AND CONTAMINATED SOILS SHALL BE REMOVED PER SPECIFICATION 17.

CONSTRUCTION OPERATIONS.

CONTRACTORORIENTATION.COM PRIOR TO ENTERING THE WORK SITE TO BEGIN

THE CONTRACTOR AND ALL WORKERS SHALL COMPLETE THE METRA SAFETY COURSE AT 16.

APPROVED BY THE MANUFACTURER SO THEY ARE NOT MOVED BY WEATHER OR TRAFFIC.

BARRICADES: TYPE I, TYPE II, AND TYPE III BARRICADES SHALL BE WEIGHTED IN A MANNER 15.

AIR TRAFFIC AND ADJOINING COMMERCIAL AREAS.

EXERCISE THE UTMOST PRECAUTIONS IN PREVENTING ADVERSE VISIBILITY TO THE PUBLIC,

WHEN ARTIFICIAL LIGHTING IS USED IN NIGHT OPERATIONS THE CONTRACTOR SHALL 14.

STABILITY MANUAL.

BRIDGE CONSTRUCTION AND UNDERCUT GUIDELINES IN ACCORDANCE TO IDOT SUBGRADE

ACCORDANCE WITH ARTICLE 301.04 OF THE STANDARD SPECIFICATIONS FOR ROAD AND

TESTED WITH A STATIC AND/OR DYNAMIC CON PENETROMETER AND TREATED IN

FOR REPLACING SOILS CONSIDERED UNSUITABLE OR UNSTABLE. UNSTABLE SOILS SHALL BE

REQUIREMENTS UTILIZING EITHER AGGREGATE SUBGRADE IMPROVEMENT OR EMBANKMENT

THE GEOTECHNICAL ENGINEER SHALL DETERMINE REMOVAL, DISPOSAL AND REPLACEMENT 13.

DEWATERING DEVICE, IF REQUIRED.

THE CONTRACTOR SHALL BE PREPARED TO REMOVE GROUNDWATER WITH A PUMP OR OTHER 12.

IN THE FIELD, UNLESS OTHERWISE SHOWN.

10 FT TRANSITIONS SHALL BE USED TO MATCH PROPOSED ITEMS OF WORK TO EXISTING ITEMS 11.

COURSE, UNLESS OTHERWISE INDICATED.

THE PAVEMENT ELEVATIONS SHOWN ON THE PLANS ARE FINISHED GRADES OR SURFACE 10.

ALL ELEVATIONS REFER TO CHICAGO CITY DATUM.9.

PROPERTY WITHOUT WRITTEN PERMISSION FROM METRA.

THE CONTRACTOR WILL NOT BE ALLOWED TO SET UP A YARD OR FIELD OFFICE ON METRA 8.

CONSTRUCTION.

CONDITIONS EXISTING IN THE FIELD PRIOR TO ORDERING MATERIALS AND BEGINNING

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND 7.

WORK.

THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS TO PERFORM 6.

YARD OPERATIONS WITH MINIMAL DISRUPTIONS TO THE FULLEST EXTENT POSSIBLE.

THE CONTRACTOR WILL COORDINATE ALL WORK WITH METRA SHOP STAFF AND MAINTAIN 5.

ALL UNDERGROUND UTILITIES MUST BE CONSIDERED APPROXIMATE.

FURNISHED BY THE UTILITY OWNERS AND THE SUBSURFACE UTILITY ENGINEERING SURVEYS.

UNDERGROUND UTILITIES SHOWN HAVE BEEN TAKEN FROM OFFICE RECORD INFORMATION

EXCEPT WHERE DESIGNATED OTHERWISE, THE LOCATIONS AND/OR DEPTHS OF 4.

CONTRACTORS EXPENSE.

SATISFACTION OF THE ENGINEER AND UTILITY OWNER. THIS WORK WILL BE AT THE

THAT IS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE

SURFACE UTILITIES EVEN THOUGH THEY MAY NOT BE SHOWN IN THE PLANS. ANY UTILITY

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND OR 3.

ADJUSTMENTS TO THEIR FACILITIES IN ACCORDANCE WITH THE CONTRACTOR'S SCHEDULE.

THE VICINITY OF THEIR FACILITIES, AND ALLOW SUFFICIENT TIME FOR THEM TO PERFORM

THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITIES IN ADVANCE OF WORKING IN 2.

LOCATION OF EXISTING UNDERGROUND UTILITIES MARKED IN THE FIELD.

DIGGER (CHICAGO UTILITY ALERT NETWORK) AT (312) 744-7000 AND METRA TO HAVE THE

SEVENTY-TWO (72) HOURS BEFORE STARTING EXCAVATION, THE CONTRACTOR SHALL CALL 1.

1

0 0.5' 1' 2' 4' 6'

SCALE: 1/2" = 1'-0"

CS-E401

CS-E401

5'-2"

5'-6"

4'-2"

1500KVA

TRANSFORMER

DRY TYPE

3'-0" 1'-8"

1

SCALE: 1/2" = 1'-0"

2

A B

15KV, 100AMP

SWITCH

DISCONNECT

PRIMARY FUSED

BOARD

SWITCH-

SECONDARY

BOARD

SWITCH-

SECONDARY

SECTION

STION

TRAN-

NOTES

FRONT

NEMA 4X ENCLOSUREDISCONNECT SWITCH,480V, 3P FUSIBLELOCKABLE 1200A,

NEMA 4X ENCLOSURECONNECTION BOXDIESEL GENERATORLOCOMOTIVE

65KASC RATING

4W, 600AMP,

480V, 3P,

7'-6" 1'-8" 2'-6" 2'-6"

4'-0"

5'-0"

FENCE

CONTINUE ON DWG. CS-E100.TO TRUCK RE-BUILDING AREA

+ 1#3/0 AWG GRD.(3 SETS) 3#600KCMIL(3) 4"C

9.

8.

7.

6.

5.

4.

3.

2.

1.

SEE DWG. AR-E100TO EXISTING POLE P-126

DWG. TF-E401ELECTRICAL ROOM 110TO TRAINING FACILITY

SEE NOTE 7 & 9

SEE NOTE 9

3#350KCMIL+1#4 GRD2 SETS OF 3 "C.

ENLARGED NEW UNIT SUBSTATION PLAN


ENLARGED NEW UNIT SUBSTATION PLAN

MINIMUM DEPTH OF 30" TO CENTER OF DUCT.

CONCRETE ENCASED DUCT BANK, WITH

BUILDINGS.

FIRE SEAL WALL PENETRATION IN ALL

ENCASED DUCT BANK.

ELECTRICAL ROOM 110, IN A CONCRETE

COACH SHOP TO NEW TRAINING FACILITY,

3#600MCM+1#3/0 GRD. CABLE FROM

CONTRACTOR TO INSTALL 3 SETS OF 4"C

SHOWN ON DWG. TF-E701.

DISCONNECT SWITCH & SURGE ARRESTER AS

LINE AT EXISTING POLE P-126. INSTALL FUSED

CONTRACTOR SHALL TAP 12.47KV OVERHEAD

AND 3"C TO GO INSIDE BUILDING.

USE "C" CLAMPS. INSTALL WEATHER HEAD

SHOWN. ANCHOR POLE TO BUILDING WALL.

WEST CORNER ON SOUTHWALL AT TOP AS

AT THE EXTERIOR OF BUILDING AT SOUTH-

CONTRACTOR TO INSTALL 10' WOODEN POLE

NEW UNIT SUB-STATION.

SEE DWG. CS-E104 FOR LOCATION OF THE

DWG. CS-E702.

FOR GROUNDING, SEE SINGLE LINE DIAGRAM

3/4" FOR ABOVE GROUND CONDUIT.

ALL CONDUITS SHALL BE RGS, MINIMUM SIZE

CUTER-HAMMER EQUIPMENT.

DRAWINGS. THIS DESIGN IS BASED ON

ADJUST DIMENSIONS, PER APPROVED SHOP

MANUFRACTURER. THE CONTRACTOR TO

NOT FOR CONSTRUCTION. IT CAN VERY WITH

THE DIMENSIONS SHOWN ARE APPROXIMATE,

DUCT BANKCONCRETE ENCASED

SEE NOTE 915KV CABLE, EPR3-1/C#1/0 AWG, 3"C.

DWG. AR-E100TRANSITION BOXTO POLE 127 VIA

3#1 AWG +1#6 GRD2"C

A2

A2

A2 02-02-2018 ADDENDUM 1

3#3/0 + 1#6 GRD2"C

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

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DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION

RID4.8_49CS_E401_100.dgnROCK ISLAND DISTRICT 47TH STREET YARD

RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


AS SHOWN

LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


N

NTS

CS-E602PANEL SCHEDULES

49TH STREET COACH SHOPA2 ADDENDUM 1

A2

A2

02-02-2018

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


30A

60N

Y

150N

DISTRIBUTION PANEL DP-1 400A, 3P, 4 WIRE, 22K AIC

100N

SPACE

N G GROUND SYSTEM

TO EXISTING

#4/0 AWG30A 30A

SPARE

TAG

FEEDER

AMPS

OC DEVICE

CONDUCTORS

PHASE GROUND

SIZE

CONDUIT



20N 4 # 12 1 # 12

60N 1 # 10

100N 100 1 # 8

20 20 3 # 12

30

1"

20

60 4 # 6 1 1/2"

NTS

30N 4 # 10 1 # 10 1 1/2"30

3/4"

400AF

30A

SINGLE LINE DIAGRAM


CS-E701

20A

S P D

50N 4 # 8 1 # 1050 1"

80A

3 PH, 4W

208Y/120V,

60A

RP-1

3 PH, 4W

480Y/277V,

150A

PP-1

30N 225N

3 PH, 4W

480Y/277V,

225A

PP-2

150 1 # 6 2"150N

1 1/4"

600600N

4 #350

(2-SETS)

1 # 1

(2-SETS)

3"

(2-SETS)

NOTES

50 50 3 # 8 1"

1# 12

1# 10

225 1 # 4 2"225N

4 # 3

4 # 1/0

4 # 4/0

SWITCH

DISCONNECT

480V, 3P, 100A

SWITCH

DISCONNECT

480V, 3P, 100A

150A 225A

ITEM #6118

CONTROL PANEL

PAINT SHOP

ITEM #5016

CONTROL PANEL

10 TON

BRIDGE CRANE

SEE DWG. CS-E702

NEW UNIT SUBSTATION,

480V POWER SUPPLY FROM

3#350KCMIL+1#4 GRD2 SETS OF 3"C

30 30 3 # 10 1# 10 3/4"

3P, 4W

480-208Y/120V

15KVA XFMR T-1

SETTINGS PER SPECIFICATION 262413.



CABLE SIZE AS SPECIFIED.

BREAKER WITH LUGS TO ACCOMODATE

MANUFACTURER SHALL PROVIDE MAIN

AREA, SEE CS-E100.

SUBSTATION TO COACH SHOP REBUILT

FOR CONDUIT RUN FROM NEW UNIT

SPECIFICATION SECTION 262413.

UNIT AS DEFINED IN THE SWITCHBOARD

MICROPROCESSOR INTERCHANGABLE TRIP

MAIN BREAKER SHALL BE EQUIPPED WITH

4.

3.

2.

1.

A2

A2 02-02-2018 ADDENDUM 1

SEE NOTE 1, 3 & 4

A2

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


Y

CS-E702

NTS

100E

L.A.

SWITCHBOARD 1600AMP, 480V, 3P, 4W, 65KV S.C. RATING

DISTRIBUTION 15KV UNIT SUBSTATION USS-CS-1

1200ANOTES

200A 125A 400A 60A

S P D

3 SETS OF 4"C

3#600+1#3/0

3 SETS OF

1#6 GRD, 2"C

3#3/0+

N G GROUND SYSTEM

TO EXISTING

15KV UNIT SUBSTATION SINGLE LINE DIAGRAM


TAP (2) ±2 1/2 %

%Z=5.75%

3P, 4W

480Y/277V

12.47KV-

1500KVA

TRANSFORMER

DRY TYPE

VPI/VPE

RATING

60HZ 40KA S.C.

SWITCH 3P,

DISCONNECT

15KV FUSED

100A,

DWG. TF-E701

TRAINING FACILITY

MDP-1

TO SWITCHBOARD

3 (4"C)

4#600KCMIL+1#3/0 GRD,

3 SETS OF

(N.O.)

1200A

SWITCH

1200A, 3P

480V

SWITCH

ENCLOSURE AND DISCONNECT

RECEPTACLE OUTDOOR NEMA 4X

DIESEL LOCOMOTIVE GENERATOR

K

DWG. CS-E701

TRUCK REBUILDING AREA

COACH SHOP

PANEL DP-1

TO DISTRIBUTION

NOTE 6

SEE

64

K

NOTE 6

SEE

M

METERING

CUSTOMER

GRD CABLE

#250KCMIL

OVERHEAD LINE

12.47KV, 3PH, 3W

EXISTING

SEE NOTE 7

IN 3/4" PVC CONDUIT

1-#4 AWG CU. GND.

T T

T

DWG. SB-E701

STORAGE BUILDING

PANEL DP-1 @

TO DISTRIBUTION

DWG. DS-E701

DIESEL SHOP

PANEL DP-1 @

TO DISTRIBUTION

POLE # 126

EXISTING

SEE NOTE 8

TYPE CLE FUSE.

WITH 100A

DISCONNECT

100A FUSED

CORNER.

SOUTHWEST

BUILDING AT

TO COACH SHOP

15KV. UNDERGROUND

3-1/C#1/0 EPR

3"C,

480V, 3P

1600A,

SWITCH

DISCONNECT

MAIN

AR-E100

SEE DWG.

SYSTEM

POLE LINE

OVERHEAD

NOTE 10

SEE NOTE 10

DUCT BANK

ENCASED

CONCRETE

POLE #127, SEE DWG. AR-E500 AND AR-501.

TRANSITION TERMINAL BOX MOUNTED ONNOTE 10 & 12

1#6 GRD, 2"C

3#1 +

+ 1#4 GRD

3#350 KCMIL

2 SETS

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

A2 ADDENDUM 1

A2

A2

A2 TERMINATION COMPARTMENT.

30FT EXTRA CABLE AT THE NEW SUBSTATION

CONTRACTOR SHALL INSTALL 15KV

AR-E100.

FOR LOCATION OF POLE #126, SEE DWG.



CABLE/POLE PLAN, SEE DWG. AR-E001.

FOR EXISTING AND NEW PROPOSED AERIAL

LIGHTNING ARRESTERS.

DISCONNECT SWITCH AT THE POLE WITH

CONTRACTOR SHALL INSTALL 15KV FUSED

DISTRIBUTION CLASS POLYMER ARRESTOR.

LIGHTING ARRETORS ARE 9KV, MOV TYPE,

d. CLOSE THE BREAKER STANDBY.

c. INSERT KEY TO GENERATOR BREAKER.

b. REMOVE THE KEY.

a. OPEN MAIN DISCONNECT SWITCH.

MAIN 1600 AMP DISCONNECT SWITCH.

LOCOMOTIVE GENERATOR BRAKER AND

KIRK KEY K SWITCH INTERLOCK BETWEEN

BE LOAD MAKE AND LOAD BREAK TYPE.

THE PRIMARY DISCONNECT SWITCH SHALL

ALL FEEDER BREAKERS.

SUPPLIER TO PROVIDE SHUNT TRIP FOR

SEE DWG. CS-E401.

FOR ENLARGE PLAN OF UNIT SUBSTATION,

SEE DWG. CS-E104.

FOR LOCATION OF UNIT SUBSTATION,

SWITCHBOARD SPECIFICATION 26 24 13.

UNIT IN ALL FEEDERS AS DEFINED IN THE

CESSOR SENSOR INTERCHANGABLE TRIP

SUPPLIER SHALL PROVIDE MICROPRO-

02-02-2018

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


A2

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8


PRIN

TE

D O

N: 2/2/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION

RID4.8_47SB_C001_80.dgnROCK ISLAND DISTRICT 47TH STREET YARD

RID

N/A

D. JURKOWSKI

AUGUST 18, 2017

A2 02-02-2018 ADDENDUM 1

SB-C001

NTS

GM

MK

MK

DRAINAGE GENERAL NOTES

GENERAL NOTES

49TH STREET STORAGE BUILDING

GENERAL NOTES






SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK.

OF ANY CLEANING REQUIRED TO COMPLY WITH THIS REQUIREMENT WILL NOT BE PAID FOR

AND SHALL BE FREE FROM SUCH ACCUMULATIONS AT THE TIME OF FINAL INSPECTION. THE COST




THE COST OF EARTH EXCAVATION.

FOR THE INTERIM DRAINAGE WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN

GRADING AND ANY BULKHEADING AS DIRECTED BY THE ENGINEER, NECESSARY TO PROVIDE

PREVENT LOCAL FLOODING AND ENSURE PROPER SURFACE RUNOFF. ANY MINOR DITCH

THE APPROVAL OF THE ENGINEER IN THE FIELD, SO AS TO UTILIZE THE FACILITIES PROVIDED TO

CONTRACT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLAN HIS OPERATIONS, WITH

SHALL BE FREE FROM DIRT AND DEBRIS. THIS WORK SHALL BE CONSIDERED AS INCLUDED IN THE









LOCATION.

SEE DRAINAGE DETAIL SHEETS FOR DRAINAGE STRUCTURE OFFSET AND RIM ELEVATION 1.

NECESSARY.




32 12 00.










STABILITY MANUAL.
















CONSTRUCTION.



WORK.



















NTS

SB-E001ELECTRICAL SYMBOLS AND ABBREVIATIONS

47TH STREET STORAGE BUILDINGA2

A2

A2 02-02-2018 ADDENDUM 1

RECEPTACLE - (NEMA 5-20R)

20A, 125V, 2 POLE, 3 WIRE GROUNDING QUADRUPLEX

AS SHOWN ON PLANS

SIZE, TYPE AND MOUNTING HEIGHTS

RECEPTACLE - (NEMA 5-20R)

WITH BUILT IN GROUND FAULT INTERRUPTION (5MA)

SPECIAL PURPOSE OUTLET

20A, 125V, 3 WIRE GFI TYPE DUPLEX RECEPTACLE

20A, 125V, 2 POLE, 3 WIRE GROUNDING DUPLEX

BELOW SLAB

CONDUIT RUN EXPOSED.

FINAL CONNECTION TO EQUIPMENT

FLEXIBLE CONDUIT CONNECTION

CONDUIT STUBBED DOWN

CONDUIT STUBBED UP

CONDUIT RUN CONCEALED IN FLOOR SLAB OR

OR CCONTACTOR

FUSIBLE SWITCH

T

PHOTO CELL FOR EXTERIOR LTG.

T

3W

2

MOLDED CASE CIRCUIT BREAKER

CURRENT TRANSFORMER

POTENTIAL TRANSFORMER

GROUND

POLYPHASE TRANSFORMER

TIME CLOCK WITH ASTRONOMICAL DIAL

GFI

J

MANUAL MOTOR STARTER WITH THERMAL OVERLOAD

DOUBLE POLE SWITCH

SINGLE POLE SWITCH

THREE WAY SWITCH

JUNCTION BOX

MAGNETIC MOTOR STARTER WITH OVERLOAD (FVNR)

SWITCHING SYMBOLS

CONDUIT

ONE-LINE ELECTRICAL DIAGRAM

RECEPTACLES

MULTI OUTLET ASSEMBLY

S

S

S

S

TC

PC

TYPICAL DEVICE MOUNTING HEIGHTS

4'-0" OFF OFF

1'-6"

ONON

8'-6"

OFF

FINISHED FLOOR

ON

RECEPTACLES

SWITCHES

EXIT SIGN

8'-6"AFF.

CEILING OR STRUCTURE EXCEEDS

PROVIDE PENDANT WHERE HUNG

NOTE:

SUPPLIER, CONNECTED BY ELECTRICAL CONTROL PANEL BY EQUIPMENT

PUSHBUTTON, MOMENTARY-CONTACT

CONTRACTOR

(MOUNT 54" A.F.F.)

WALL MOUNTED THERMOSTAT

CP

T

MOTOR CONNECTIONM

NON-FUSIBLE DISC. SWITCH (RATED AS INDICATED)

FUSIBLE DISC. SWITCH (RATED AS INDICATED)

DRY TYPE TRANSFORMER

MAGNETIC MOTOR STARTER

T

SYMBOL LIST

MOTORS AND CONTROLLERS

J

1.

2.

CENTERLINE WHEREVER POSSIBLE.

DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL

WITH LOCAL AHJ.

ALARM VISUAL DEVICES. MOUNTING HEIGHT SHALL BE CONFIRMED

FLOOR TO CENTERLINE OF DEVICE EXCEPT EXIT SIGNS AND FIRE

ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISHED

DOOR CONTACT

SECURITY SYSTEMS

D

HEATING/VENTILATING/AIR CONDITIONING

JUNCTION BOX

INTERRUPTING CAPACITY

JUMPER

INTERRUPT

IDENTIFICATION

HORSEPOWER

HERTZ

GROUND FAULT INTERRUPTER

GROUND

FEET OR FOOT

FLOOR

FLEXIBLE

FIXTURE

FIRE ALARM

HVAC

JB

JMP

INTRPT

IC

IDENT

HP

HZ

G, GR, GND

GFI

FLR

FLEX

FT

FIXT

FA

CIRCUIT NUMBERSERVING PANEL NAME

ELECTRICAL DEVICE

RP-X1

EXHAUST

EXHAUST FAN

EQUIPMENT

ELECTRIC WATER HEATER

ELECTRIC WATER COOLER

DOUBLE POLE DOUBLE THROW

DISCONNECT (NON-FUSED)

ENCLOSE

EMERGENCY


DRAWING

DOWN

DISCONNECT

DIRECT CURRENT

CURRENT TRANSFORMER

DEPARTMENT

CONTROL PANEL

CONSTRUCTION

CIRCUIT BREAKER

CIRCUIT

TYPICAL ELECTRICAL DEVICE CIRCUIT NOTATION

(SEE MECHANICAL EQUIPMENT SCHEDULES FOR

MECHANICAL EQUIPMENT DESIGNATION

DWG. NO. WHERE DETAIL, SECT. OR ELEV. IS SHOWN

DETAIL, SECT., PARTIAL PLAN OR ELEVATION NUMBER

EQUIPMENT SPECIFICATIONS).

EQUIPMENT NUMBER

EF

12

E-100

1

CENTERLINE

CEILING

BUILDING

BID PACKAGE

AIR COMPRESSOR

AUTOMATIC TRANSFER SWITCH

ARCHITECTURAL OR ARCHITECT

ALTERNATING CURRENT

AIR HANDLING UNIT

AIR CONDITIONING UNIT

ABOVE FINISHED FLOOR

AUTOMATIC

APPROVED

AMPERE(S)

EXH

EF

EQUIP

ENCL

EWH

EWC

EC

DN

DWG

DPDT

NFS

DISC

DC

DEPT

C.T., CT

CONST

CP

CCT/CKT

CB

CL

CLG

BLDG

BP

AMP, A

ATS

AUTO

ARCH

APPD

ACU

AC

AHU

AFF

AC

ISOLATED GROUND IG

ELECTRICAL ELEC

NIC

NEG

NTS

NFPA

NUM

NEUTRAL

NATIONAL FIRE PROTECTION AGENCY

NEGATIVE

NOT APPLICABLE

NOT IN CONTRACT

NOT TO SCALE

NORMALLY CLOSED

NORMALLY OPEN

NUMBER

NC

NO

N

NA

MFG

KVA

LTG

LRA

LOC

MAX

MTR

MTG

MTD

MIN

KWH

MFR

MISC

LIGHTNING ARRESTOR

MANUFACTURING

MOTOR

KILOVOLT

KILOVOLT-AMPERES

KILOWATT

KILOWATT-HOURS

LIGHTING

LINEAR-FEET

LOCATION

LOCKED ROTOR AMPS

MANUFACTURER

MAXIMUM

MINIMUM

MISCELLANEOUS

MOUNTED

MOUNTING

LA

KW

KV

FULL LOAD AMPS FLA

ABBREVIATION LIST

PNL

PWR

POS

PILOT LIGHT

PHASE

PANEL

PRIMARY

POWER

PUSHBUTTON

POLE

POSITIVE

POTENTIAL TRANSFORMER

PB

PRI

P

PL

PH

UTIL

VARIABLE FREQUENCY DRIVE

WEATHERPROOF

UTILITY

VFD

WP

REQ

RLA

SEC

UPS

TYP

TELE

TTB

SURF

SWBD

SQ FT/SF

REQUIRED

RUNNING LOAD AMPS

SECONDARY

SQUARE-FEET

UNDERWRITERS LABORATORIES

UNINTERRUPTIBLE POWER SUPPLY

TYPICAL

TELEPHONE

TELEPHONE TERMINAL BOARD

TRANSFORMER

SUPPLY FAN

SWITCH

SURFACE

SWITCHBOARD

UL

SF

SW

OVERHEAD MOTORIZED DOOR OMD

POWER PANEL PP

ABBREVIATION LIST

PANELBOARD

FOR 120V-20A BRANCH CIRCUITS ONLY (UNLESS NOTED OTHERWISE)

CIRCUIT.

"B" FT.

FIRST ON

CHART BASED ON EVENLY DISTRIBUTED LOAD WITH

(SEE DIAGRAM

IF DISTANCE USE COPPER WIRE

ON ENTIRE CIRCUIT

AWG SIZE AS FOLLOWS

#12 AWG (MIN.)

#6 AWG (MAX.)

#10 AWG

#8 AWG

450'300' T0

100'

175'

300'

0'

100'

175'

T0

T0

T0

"A" F

T.

CIRCUIT.LAST ON

IN FEET IS:

WIRE SIZING SCHEDULE

AT RIGHT)

(A+B) IN METALLIC CONDUIT,

AND SIZE CONDUIT

ACCORDINGLY.

SPDSURGE PROTECTION DEVICE

DIGITAL POWER METER DPM

VOLTS V

INFORMATION TECHNOLOGY IT

SWITCHED CIRCUIT DESIGNATION1x

SECTSECTION

STARTER STR

SHORT CIRCUIT RATING SSCR

CONNECTED CONN

MLOMAIN LUG ONLY

MCBMAINCIRCUIT BREAKER

CIRCUIT

AUTHORITY HAVING JURISDICTION AHJ

MIDPOINT

LF

OUTLET ON CIRCUIT.PANELBOARD TO FIRST A=WIRE LENGTH FROM

OUTLET ON THE CIRCUIT.THE FIRST TO THE LAST B=1/2 WIRE LENGTH FROM

PT

XFMR

EM

MISCELLANEOUS

(MINIMUM WIRE SIZE

SHALL BE #12 AWG)

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION

RID4.8_47SB_E001_100.dgnROCK ISLAND DISTRICT 47TH STREET YARD

RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


AS SHOWN

LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017

0 2' 4' 8' 16' 24'

SCALE: 1/8" = 1'-0"


N

MECHANICAL EQUIPMENT POWER FIRST FLOOR PLAN


NOTES

SB-E102

MECHANICAL EQUIPMENT POWER FIRST FLOOR PLANSCALE: 1/8" = 1'-0"

1SB-E102



USE OF HANDTOOLS IS RECOMMENDED.

TO POLE AND FROM BUILDING TO JIB CRANE.

UNDERGROUND CONDUITS. FROM BUILDING

TAKE ALL PRECAUTIONS TO RUN

AND EXISTING RAIL, CONTRACTOR SHALL

TO AVOID CONFLICT WITH EXISTING UTILITIES

SEE MECH. DWG. SB-M101.

FOR EXACT LOCATION OF EXHAUST FAN EF-4,

MECHANICAL EQUIPMENT SCHEDULE.

REFER TO MECHANICAL DWGS SB-M601 FOR

EQUIPMENT LOCATION.

THRU' SB-M103 FOR MECHANICAL

REFER TO MECHANICAL DWGS SB-M101

ELECTRICAL STRIKE AND WIRING DIAGRAM.

TO COORDINATE WITH DOOR SUPPLIER FOR

SPECIFICATION. ELECTRICAL CONTRACTOR

FOR EXIT DOORS, SEE ARCHITECT

ADDITIONAL COST.

TO OPERATE ROLLING DOORS AT NO

INSTALL CONDUIT AND WIRING AS REQUIRED

SUPPLIER FOR HP AND DOOR CONTROL.

CONTRACTOR TO COORDINATE WITH DOOR

SEE ARCHITECT SPECIFICATION. ELECTRICAL

FOR OVERHEAD GARAGE DOOR HARDWARE,

FOR PANEL SCHEDULES, SEE SB-E602.

BE "EMT". MINIMUM SIZE 3/4"C.

ALL INDOOR EXPOSED CONDUIT SHALL

BE RGS. MINIMUM SIZE 1"C.

ALL UNDERGROUND CONDUIT RUN SHALL

RECEPTACLE FOR FORK LIFT.

FOR THE BATTERY CHARGER PLUG

CONTRACTOR TO COORDINATE WITH OWNER

ARE CONNECTED TO PANEL DP-1.

BATTERY CHARGER SPECIAL RECEPTACLES

PANEL RP-1.

ALL RECEPTACLES ARE CONNECTED TO

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

A2 ADDENDUM 1

A2

A2

A2

A2

A2

02-02-2018

N

A

36"

MIN.

36" MIN.

3'-0"

STORAGE

100

STORAGE

102

STORAGE

101

VALVE

ROOM

104

RESERVED

FOR

EQUIPMENT

11

A

G

10987654321

1.1 2.1 3.1 4.1 5.1 6.1 7.1 8.1 9.1 10.1

B

C

D

FOYER

105

E

F

M

CKT# 14, 16, 18TO PP-1

2#12+1#12 GRD, 1"C

T T

3#12+1#12 GRD, 1"CCKT# 20, 22, 24TO PP-1

M

3#12+1#12 GRD, 1"CCKT# 26, 28, 30TO PP-1

M

CKT# 25, 27, 29TO PP-1

M

CF

1

CKT# 13, 15, 17TO PP-1

M

3#12+1#12 GRD, 1"C

CKT# 19, 21, 23TO PP-1

M

DISC. SW.20A, 3P

DISC. SW.20A, 3P

DISC. SW.20A, 3P

DISC. SW.20A, 3P

DISC. SW.20A, 3P

DISC. SW.20A, 3P

1#12 GRD, 1"C3#12+

1#12 GRD, 1"C3#12+

MDISC. SW.30A, 3P AHU

1

TO DP-1

DISC. SW.30A, 3P

TO DP-1

M

1"C1#10 GRD,3#10+

1"C1#10 GRD,3#10+

1

22

2 2

111

1

GUH

4

CKT# 5TO RP-1

3#12+1#12 GRD, 1"C

GUH

3

CKT# 5TO RP-1

CKT# 3TO RP-1

CKT# 3TO RP-1

CKT# 3TO RP-1

2#12+1#12 GRD, 3/4"C

2#12+1#12 GRD, 3/4"C

34, 36CKT# 32,TO PP-1

1"C1#12 GRD,3#12+

CF

2

CF

4

GUH

5

EF

3

EUH

1

EF

2

EF

1

CF

6

GUH

1

CF

5

CF

3

AHU

2

DISC. SW.20A, 3P

M

DISC. SW.20A, 3P

M

DISC. SW.20A, 3P

M

3#12+1#12 GRD, 1"C

CKT# 2, 4, 6TO PP-1

CKT# 1, 3, 5TO PP-1

3#12+1#12 GRD, 1"C3#12+1#12 GRD, 1"C

CKT# 7, 9, 11TO PP-1

CP MGUH

2

MCP

CP M

CPM

CPM

3/4"C2#12+1#12 GRD,

4#8+1#10 GRD, 1"C480V, 30A, 3PTO DP-1

TO PP-1

1#12 GRD, 3/4"C3#12+

TO PP-1

3/4"C1#12 GRD,3#12+

SEE NOTE 2RECEPTACLESSPECIAL CHARGERBATTERY

TO PP-1

3#12+1#12 GRD, 3/4"C

TO PP-1

3/4"C3#12+1#12 GRD,

DP-1 RP-1

PP-1

DISC. SW.20A, 3P

EF

4

CKT# 8, 10, 12TO PP-1

M

1"C1#12 GRD,3#12+

S

S

1#12 GRD, 3/4"C2#12+

S

SEE NOTE 10

SS

SW.15A, 1P

SW.15A, 1P

SW.15A, 1P

SW.15A, 1P

SW.15A, 1P

ROLLUP DOORS)(TYPICAL FOR 5INSIDE BLDG.PUSHBUTTONOPEN-STOP-CLOSE

ROLLUP DOORS)(TYPICAL FOR 5KEY SWITCH OUTDOOR

ROLLUP DOORS)(TYPICAL FOR 5MOTOR

ROLLUP DOORS)(TYPICAL FOR 5 CONTROL PANEL

ROLLUP DOORS)(TYPICAL FOR 5DISCONNECT SWITCHFUSED

3"C, 3#3/0 AWG + 1#6 AWG GRD.

NOTE 12SEE DWG. AR-E100.480V POWER SUPPLYTO POLE 129

NOTE 121 1/2"C

SITE PLANSEE DWG. SB-C100,VERIFY IN FIELD.JIB CRANE LOCATION.CONTROL PANEL.TO JIB CRANE

SW.DISC.30A, 3P

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


AS SHOWN

LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017

0 2' 4' 8' 16' 24'

SCALE: 1/8" = 1'-0"


SB-E103

SCALE: 1/8" = 1'-0"1

SB-E103SECURITY SYSTEM - FIRST FLOOR PLAN



D

JB

2SB-E103

TYPICAL SECURITY DOOR DETAILSCALE: N.T.S.

HINGE

RACEWAYINTEGRAL

STRIKEELECTRIC

ABOVE DOOR

3/4"C

NOTES:

A2 ADDENDUM 1

A2

CONDUIT/CABLE RUN TO SUIT FIELD CONDITION.

TO TRAINING FACILITY, ROOM 204 .

CONTRACTOR TO TRANSMIT DOOR CONTACT SIGNAL

TRAINING FACILITY SECURITY SYSTEM.

STORAGE BUILDING SECURITY SYSTEM IS PART OF

3.

2.

1.

02-02-2018

N

A

36"

MIN.

36" MIN.

3'-0"

STORAGE

100

STORAGE

102

STORAGE

101

VALVE

ROOM

104

RESERVED

FOR

EQUIPMENT

11

A

G

10987654321

1.1 2.1 3.1 4.1 5.1 6.1 7.1 8.1 9.1 10.1

B

C

D

FOYER

105

E

F

D

D

D

D

D

D

D

D

D

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


AS SHOWN

LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017

0 2' 4' 8' 16' 24'

SCALE: 1/8" = 1'-0"


NTS

SB-E602PANEL SCHEDULES

47TH STREET STORAGE BUILDINGA2 ADDENDUM 1

A2

02-02-2018

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


30A

60N

Y

3 PH, 4W

480-208Y/120V

15KVA

XFMR T-1,

30N 30N

SPARE

200A200

TAG

FEEDER

AMPS

OC DEVICE

CONDUCTORS

PHASE GROUND

SIZE

CONDUIT



30N 4 # 10 1 # 10 1 1/2"

1#6 3"

60N 1 # 10

100 1 # 8

30 30 3 # 10 1#10 1"

200 200 3 # 3/0

30

60 4 # 6 1 1/2"

NTS

15 HP

AHU-1

30N

15 HP

AHU-2

30A

SPACE

30N

SINGLE LINE DIAGRAM


N G

#4/0 AWG

100N

20A

S P D

150N 1 # 6

350N 200 1 # 4 3"

100N 4 #3 1 1/2"

150 4 # 1/0 2"

4 #350KCMIL

NOTES:

SB-E701

3 PH, 4W

208Y/120V,

60A

RP-1

3 PH, 4W

480Y/277V,

100A

PP-1

BATTERY CHARGER

FORK LIFT

20N 4 # 12 1 # 1220 3/4"

30

30A 30A 30A 30A 30A

10 HP

PANEL

CONTROL

JIB CRANE

10 TON

DISTRIBUTION PANEL DP-1 200A, 480V, 3P, 4W, 22K AIC

200N 1 # 6200 4 # 3/0 2"

SYSTEM TIE

GROUND

TO EXISTING

30N

RECEPTACLE

CHARGER #1

BATTERY

RECEPTACLE

CHARGER #2

BATTERY

100A

SWITCH

DISCONNECT

30A

480V, 3P

SWITCH

DISCONNECT

30A

480V, 3P

SWITCH

DISCONNECT

30A

480V, 3P

A2 ADDENDUM 1

BOX, SEE DWG. AR-E100.

TO POLE 129 TERMINAL

480V, 3P POWER SUPPLY

A2

SETTING PER SPECIFICATION 262413.



E-001 FOR POLE M LOCATON.

STORAGE BUILDING, SEE DWG. SB-E702 AND

FOR 480V INCOMING POWER TO THE

262413.

IS DEFINED IN SWITCHBOARD SPECIFICATION

TRIP UNIT FOR MAIN BREAKER. TRIP UNIT

MICROPROCESSOR INTERCHANGEABLE

MANUFACTURER TO PROVIDE

VENDOR, FOR LIFT VENDOR.

CHARGER PLUG REQUIREMENT WITH

CONTRACTOR SHALL VERIFY BATTERY

WITH OVERHEAD LINE.

REVIEW FIELD CONDITION AND COORDINATE

FOR INCOMING POWER CABLE CONDUIT RUN,

5.

4.

3.

2.

1.

A2

02-02-2018

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8

PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION


RID


T 312.377.7700, F 312.427 6145

CHICAGO, IL 60604


LLC

BY APP DESCRIPTION

MD / RD / HM

AA / RM / GJ

MD / RD / HM

D. JURKOWSKI

AUGUST 18, 2017


A2

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8


PRIN

TE

D O

N: $

DA

TE$

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION

$FILES$ROCK ISLAND DISTRICT 47TH STREET YARD

RID

N/A

D. JURKOWSKI

AUGUST 18, 2017

A2 02-02-2018 ADDENDUM 1

AR-C001

NTS

GM

MK

MK

GENERAL NOTES DRAINAGE GENERAL NOTES

GENERAL NOTES

47TH STREET YARD ACCESS ROAD

PUMP OR OTHER DEWATERING MEASURE, IF REQUIRED.

7. THE CONTRACTOR SHALL BE PREPARED TO REMOVE GROUNDWATER WITH A






AND SHALL BE FREE FROM SUCH ACCUMULATIONS AT THE TIME OF FINAL INSPECTION.




RUNOFF.

THE FACILITIES PROVIDED TO PREVENT LOCAL FLOODING AND ENSURE PROPER SURFACE

PLAN HIS OPERATIONS, WITH THE APPROVAL OF THE ENGINEER IN THE FIELD, SO AS TO UTILIZE

SHALL BE FREE FROM DIRT AND DEBRIS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO









ELEVATION LOCATION.

SEE DRAINAGE PLAN AND PROFILE SHEETS FOR DRAINAGE STRUCTURE OFFSET AND RIM 1.

NECESSARY.




32 12 00.










STABILITY MANUAL.
















CONSTRUCTION.



WORK.



















A2

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8


PRIN

TE

D O

N: $

DA

TE$

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION

$FILES$ROCK ISLAND DISTRICT 47TH STREET YARD

RID

N/A

D. JURKOWSKI

AUGUST 18, 2017

A2 02-02-2018 ADDENDUM 1

+

+

++

+

+

+

+

+

+

TABLE

TRANSFER

S. WENTWORTH AVE


CAPITAL STORAGE LOADING DOCK

NEW EMBEDDED TRACK (TYP)

COACH SHOP

49TH STREET

DIESEL SHOP

47TH STREET

TRAINING FACILITY

49TH STREET

0'

HORIZ. SCALE: 1" = 60'

120'60'

1" = 60'

AREA

TRUCK REBUILD

49TH STREET

ROOM

CAPITAL STORAGE

49TH STREET

ADDITION

STORAGE

CAPITAL

49TH STREET

SHOP LOADING DOCK

47TH STREET DIESEL

LOADING PADDRIVEWAY &

TIN BARN

EXISTING TRACK (TYP.)

OVERALL PAVING PLAN

47TH STREET YARD RENOVATIONS

LEGEND

GATESECURITY

NORTH PARKING LOT

SOUTH PARKING LOT

CENTRAL PARKING LOT

PAVEMENT DESIGN TABLE

HOT-MIX ASPHALT MIXTURE REQUIREMENTS

HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N90

POLYMERIZED LEVELING BINDER (MACHINE METHOD), IL-4.75, N90

MIXTURE TYPENdes

AIR VOIDS @

THICKNESS

LIFT

4% @ 70 Gyr.

4% @ 90 Gyr.

3.5% @ 90 Gyr.

2-1/4" Min.

1-3/4"

VARIES

21

12

10

11

2426

19

13 14

5

21

15

17

20

28

6

7

LOCATION NORTHING (Y) EASTING (X)

PAVEMENT LAYOUT COORDINATES

POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, MIX "E", N70 (MIX TYPE IL 9.5 mm)

AR-C002

QUANTITIES (SQ YD)

63

7161

10200

16

18

4181

22

23

25

4

3

8

9

27

1872049.843

1871923.819

1872039.431

1872148.675

1872149.147

1872189.085

1872205.059

1872241.390

1872253.550

1872254.100

1872448.136

1872443.701

1872480.738

1872511.359

1872451.149

1872479.625

1872479.169

1872499.558

1872511.068

1872535.809

1872534.282

1872543.003

1872543.134

1872497.015

1873512.586

1873464.986

1873467.627

1873577.115

1176023.360

1175873.543

1175869.852

1175889.622

1175913.504

1175887.600

1175886.801

1175884.539

1175883.761

1175909.522

1176051.720

1176090.411

1176045.203

1176015.490

1176045.819

1176034.800

1176018.937

1176002.460

1176004.296

1176020.799

1176016.278

1176020.124

1176016.025

1175883.008

1175810.333

1175886.173

1175965.233

1175961.576

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

ENTIRE SHEET REVISED

(RESURFACING SECTIONS)

P LEV BIND MM N90 VARIABLE DEPTH

"43P HMA SC "E" N70, 1

3" SURFACE REMOVAL

(FULL DEPTH PARKING LOT SECTION*)

AGG SUBGRADE IMPR 10

" 21P HMA BC IL19.0 N90, 4

"43P HMA SC "E" N70, 1

(SEE ACCESS ROAD PLANS FOR DETAILS)

AGG SUBGRADE IMPR 4

CONT REINF PCC PVT 10

(SEE ACCESS ROAD PLANS FOR DETAILS)

AGG SUBGRADE IMPR 10

"41P HMA BC IL19.0 N90, 7

"43P HMA SC "E" N70, 1

COURSE SHALL VARY SUCH THAT BASE COURSE IS PLACED DIRECTLY ON THE BOX CULVERTS.

AGGREGATE SUBGRADE IMPROVEMENT SHALL BE ELIMINATED AND DEPTH OF HMA BASE

*NOTE: FOR PAVING OVER BOX CULVERTS FOR DETENTION (SEE DRAINAGE SHEETS),

N

CHECKED:

DRAWN:

DATE:


SEAL/ SIGNATURE


PROJECT NO.

MILE POST NO.

SHEET NO.

DISTRICT:SCALE:




LOCATION NAME:

TITLE:


METRA P.M.:

GX-4794/HD-4894/HE-4894

4.8


PRIN

TE

D O

N: 2/5/2

018

312.930.9119

CHICAGO, IL 60606

SUITE 900


HNTB CORPORATION

RID4.8_47AR_CD102_80.dgnROCK ISLAND DISTRICT 47TH STREET YARD

RID

N/A

0'

HORIZ. SCALE: 1" = 20'

40'20'

D. JURKOWSKI

AUGUST 18, 2017

A2 02-02-2018 ADDENDUM 1

47TH STREET DIESEL SHOP

EXISTING STRUCTURE

LOADING DOCK

47TH STREET DIESEL SHOP

FROM PROPOSED STORM SEWER (TYP.)

TO EXTEND 5' IN PERPENDICULAR

FOUNDATION DEMOLITION AREA

(EST 6100 cft)

STORM SEWER CONSTRUCTION

PERIMETER TO BE REMOVED FOR PROPOSED

POTENTIAL MISC STORAGE BULDING FOUNDATION

(2' W x 5' H)

POTENTIAL MISC STORAGE BULDLING FOUNDATION

(EST 352 cft)


TO BE REMOVED FOR PROPOSED

POTENTIAL ROUNDHOUSE FOUNDATION

(2' W x 5' H)


(EST 475 cft)



POTENTIAL TURNTABLE FOUNDATION

(2' W x 5' H)

SHOP FOUNDATION

POTENTIAL BLACKSMITH

(EST 383 cft)



FOUNDATION SEGMENT

WELLFARE BULDING

POTENTIAL ENGINEERINGS

(2' W x 5' H)

FOUNDATION

WELFARE BULDING

POTENTIAL ENGINEERS

(2' W x 5' H)


(EST 422 cft)

STORM SEWER INTERCEPT



(EST 403 cft)

PROPOSED STORM SEWER CONSTRUCTION

SEGMENT TO BE REMOVED FOR


PROPOSED STORM SEWER (TYP.)

EXISTING RAIL (TYP.)

(EST 200 cft)



BULDING FOUNDATION

POTENTIAL ENGINEERS WELLFARE

A2

1" = 20'

AR-CD102

47T

H S

T.

AREA

FOUNDATION DEMOLITION

S. WENTWORTH AVE

STORAGE BUILDING

47TH STREET

PARKING LOT DEMOLITION PLAN

47TH STREET ACCESS ROAD

CONFLICT WITH PROPOSED WORK

BY THE METRA ON-SITE REPRESENTATIVE IF FOUND IN

CONTRACTOR IS TO REMOVE STEEL STRUCTURE AS DIRECTED

SECTIONS OF TURNTABLE REMAIN IN PLACE BELOW GRADE.

IN ADDITION TO THE ROUNDHOUSE FOUNDATION, STEEL

NOTE:

ENTIRE SHEET REVISED

N

8e 9e 10e 11e 1 1.2 2 3 4 5 6 7 - Construction Company

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